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<br />r <br /> <br />/~ <br /> <br />ARKAY ENGINEERING, <br />structural engineers <br /> <br />fsLL~ <br /> <br />INc. <br /> <br />May 15, 2001 <br /> <br />Ryman Construction Inc. <br />37325 State Road 54 West <br />Zephyrhills, Florida 33541 <br /> <br />Attention: Kevin Ryman <br /> <br />Re: Lot #94 - Wedgewood <br />City of Zephyrhills Building Permit #0159 <br />Arkay Engineering, Inc. Job # 4377 <br /> <br />Dear Kevin: <br /> <br />This letter is to confirm some field conditions at the above referenced <br />project. The construction plans call for the garage slab to be stepped <br />down from the main floor of the house, but the floor was actually <br />constructed with no step down (this change is structurally acceptable) . <br /> <br />Also, the 16'-0" garage door header beam was constructed by splicing <br />12' -0" long members with 4' -0" long members. The splices were staggered <br />in the two ply member. Since this header is located in a gable end <br />wall, it does not support any significant roof loads and is <br />structurally acceptable, as constructed. <br /> <br />If you require any further assistance with these items, please give me <br />a call at the office. <br /> <br />Sincerely, <br /> <br /> <br />Inc. <br /> <br />Florida License # 37296 <br /> <br />fax copy sent to Zephyrhills Building Department @ 813-788-3293 <br /> <br />5600 U.S.Hwy 98 North - Suite 2 - Lakeland, Florida 33809 <br />Phone: 941-853-2711 Fax: 941-816-2118 <br />